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HomeMy WebLinkAboutVeith Construction-12/22/2014 (2)1 CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 1 PROJECT: SOUTH HILLS DRAINAGE IMPROVEMENTS Date Prepared: December 17, 2014 AMOUNT: $ 3,818.02 Decrease TO: Vieth Construction , Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated November 18, 2013. A. Description of change to be made or extra work to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering change or extra work: As -built quantities varied for some bid items. C. Settlement for cost of work to be made as follows: Compensation already made to contractor through original bid items. See attached summary. CITY OF ATERLOO BY: Mayor Total Net Decrease /14rthoiXVieth Construction Dae CONTRACTOR Date BY: $ 3,818.02 PRINTED NAME: 1 /` lei`" Date .,.ii 1�,'(i lg TITLE: f APPROVED: ure Servi - I)/$ 'P1 Date FINAL QUANTITY SUMMARY SOUTH HILLS DRAINAGE IMPROVEMENTS AECOM PROJECT 1160312360 ITEM NO. ITEM UNIT UNIT COST ORIGINAL QUANTITY FINAL QUANTITY QUANTITY DIFFERENCE INCREASE/ DECREASE FINAL AMOUNT 1 CLEARING AND GRUBBING ACRE 880.00 1.10 1.10 - $ - $ 968.00 2 EXCAVATION, CLASS 13, CHANNEL CY 9.00 309.00 309.00 - $ - $ 2,781.00 3 TOPSOIL, FURNISH AND SPREAD CY 16.00 228.00 60.00 (168.00) 5 (2,688.00) $ 960.00 4 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 4.50 1,011.00 1,011.00 - $ - $ 4,549.50 5 EXCAVATION, WASTE CY 17.00 163.00 46.00 (117.00) $ (1,989.00) $ 782.00 6 COMPACTION, TYPE 'A' CY 1.00 2,653.00 2,653.00 - $ • $ 2,653.00 7 APRONS, CONCRETE, 36 IN. DIA. EACH 1,900.00 2.00 2.00 - $ - $ 3,800.00 8 STORM SEWER GRAVITY MAIN, TRENCHED, 36 IN. LF 70.00 1,028.00 1,028.00 - $ - $ 71,960.00 9 MANHOLE, STORM SEWER, 6010.401, 60 IN. EACH 4,100.00 1.00 2.00 1.00 $ 4,100.00 $ 8,200.00 10 MANHOLE, STORM SEWER, 6010.401, 84 IN. EACH 6,375.00 1.00 (1.00) $ (6,375.00) $ - 11 REVETMENT, CLASS D TON 44.00 21.00 56.62 35.62 $ 1,567.28 $ 2,491.28 12 EROSION STONE TON 35.00 45.00 72.42 27.42 $ 959.70 $ 2,534.70 13 ENGINEERING FABRIC SY 2.00 200.00 176.00 (24.00) $ (48.00) $ 352.00 14 SEEDING, FERTILIZING AND MULCHING ACRE 4,500.00 0.30 0.75 0.45 $ 2,025.00 $ 3,375.00 15 CUTTING, STRIPPING, STOCKPILING AND PLACEMENT OF 50D SQ 55.00 75.00 75.00 - $ - $ 4,125.00 16 STABILIZING CROP - SEEDING AND FERTILIZING ACRE 500.00 0.80 (0.80) $ (400.00) $ - 17 WATTLES LF 3.00 500.00 260.00 (240.00) $ (720.00) $ 780.00 18 REMOVAL OF WATTLES IF 0.50 500.00 (500.00) $ (250.00) $ - 19 MOBILIZATION LS 4,870.50 1.00 1.00 - 5 - $ 4,870.50 INCREASE/DECREASE (3,818.02) PAY ESTIMATE 111 $ 49,320.86 PAY ESTIMATE 112 PAY ESTIMATE 113 $ 17,285.29 $ 23,520.20 �- . . / /7 - /; �` ' _,,.6rj .f� dig..1cf./7/g- PAY ESTIMATE 114 $ 9,745.99 Vieth C fsstructlon /4-7.4.4;X Date PAY ESTIMATE 115 $ 9,550.54 RETAINAGE $ 5,759.10 TOTAL PAYMENT $ 115,181.98 1.1 12/ 6/1/ ORIGINAL CONTRACT AMOUNT $ 119,000.00 ty of Waterloo Date FINAL QUANTITY ADJUSTMENT $ (3,818.02) FINAL CONTRACT AMOUNT $ 115,181.98 PAY ESTIMATE FOR SOUTH HILLS DRAINAGE IMPROVEMENTS AECOM PROJECT B 60312360 Period Ending 12 -Jun -14 Estimate No.: 6 . Final Contractor: Velth Construction ITEM NO. _ -- ITEM UNIT UNIT- COST CONTRACT AUTHORIZED ITEM% COMPLETE ESTIMATED ' QUANTITY AMOUNT ESTIMATED QUANTITY AMOUNT TOTAL EARNED TO DATE LESS RETAINAGE (5%) SUBTOTAL LESS PREVIOUS PAYMENTS DUE THIS ESTIMATE tele, ' , AEC M, Project Engineer 01 Waterloo James Bolger, City of Waterloo 115,181.98 115,181.98 109,422.88 (211c/14 DATE i 2./I Gil �l DATE 5,759.10 %L6 867811TT 00.000'61t SLS07 NOIDn8LSN00103rotld W.L01 9100 06'06'9 00'T 05'048'9 07 05.048$ Si NOt1VZIl18OW 61 960 - 00050 0'065 06'0 Al S6ILLVM 301WAOW3H 81 %00 07084 07090 000051 7006 00.6 41 S31LLVM 41 %0 - 07009 8.0 07006 363V 9N171111834OW 9N10335 - dot° ONIZI118V1S 91 00000 07000'9 0704 00'SZT'9 0'SL 0755 DS 005 301N3W33914 ONV 9Nn1d)DOIS'9Nlddl81S `9NI1L013 Si 00000 OO'SLE'E SL'0 00'05£'0 6'0 07006'9 3639 9NOO1nW ONV 9NIIII1H3d'9NI033S 9T 9188 07250 079L0 00'009 0'000 07Z AS OI8894 9N1833N199J3 ET 91090 OL'9ES'Z 0PZ4 00546'7 0'59 0766 N01 3N015 N016083 ZT %OLE 871691 09.95 00'976 0'TZ 0599 N01 0SSV10'1N31N13A36 TT 000 - 00'SLE'9 0'1 0754£'9 H0V3 'NI 98'001,0109 '113043s WHOLS'31OHNVW 01 00002 00'000'8 00'0 00'006'9 01 07001'9 H393 '11109109'0109113M3S 98015'310HNV1 6 %OOT 00'096'14 00'800'T 00109614 0'800'1 00'04 0 'NI 9E'031ON99i VW ALIAV1I9 83M3S IN601S 8 %OOT 07008'0 070 00'008'£ 77 00'006'T H093 Via 'N196'3139DN00'SNOiIdV L 56007 00'£59'2 00'ES9'Z 00'009'0 7669'Z 00"6 A0 .V.3dAlNO11JV4W00 9 5680 07084 00'99 00'144'0 7690 074T /J 31SVM'1+1OLLVAVOX3 5 111000 05'69519 001601 00'690'9 01001 0017 A5 OV3IMS ONV 39VA1125'dI60S110Sd01 9 9;90 07096 00'09 00'999'£ O'9ZZ 0791 AO OV38d50NVHSINBn4'110Sd01 E 01000 00084'Z 0760E 00184'7 0.600 076 A0 13N9910'ET SSV10'NOLLVAV0X3 0 11001 00'896 ort 001999 t't 00.088 3839 911i98r1 0ONV9N169373 0 3131d003 LNf10W91 AlWINVfD iNnOWV AILLNVRD 1503 11N11 Wall 10N %91311 031VW11S3 031V911153 LINO 91311 037I80H1nV 17V8LLNOD u0I10f1J25uo0 4018A :Jo37PJTuo0 MU .-oN 9#eugis3 9t•urff•ZT :8u1pu3 Poled 09E70E099133008d910039 S1N3 W3AO81d W 1309N1980 S111H H1f105 804 319011153 194